| 酌江水库左岸滑坡体稳定性分析与评价 |
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| 引用本文： | 向英俊,曹新保. 酌江水库左岸滑坡体稳定性分析与评价[J]. 广州建筑, 2006, 34(6): 33-36 |
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| 作者姓名： | 向英俊 曹新保 |
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| 作者单位： | 广州市地下铁道设计研究院,广州,510010;宜春市水电勘测设计院,宜春,336000 |
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| 摘 要： | 酌江水库左岸滑坡体的稳定性是该水库重大工程地质问题之一.本文根据勘察试验资料,对滑坡的成因和形成机制进行了分析.通过稳定性计算模型计算滑坡体稳定性安全系数来判断滑坡体的稳定状态,并提出建议和整治措施.
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| 关 键 词： | 滑坡 稳定性 计算模型 处理措施 |
The Stability Analysis and Evaluation of the Left Bank Landslide of Zhuojiang Reservoir |
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| XIANG Yingjun,CAO Xinbao. The Stability Analysis and Evaluation of the Left Bank Landslide of Zhuojiang Reservoir[J]. , 2006, 34(6): 33-36 |
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| Authors: | XIANG Yingjun CAO Xinbao |
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| Affiliation: | 1 Guangzhou Metro Design and Research Institute, Guangzhou 510010; 2 Yichun Investigation and Survey Design institute of Water Conservancy and Hydro Power, Yichun 336000 |
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| Abstract: | The left bank landslide's stability is one of the most important engineering geological problems for Zhuojiang reservoir.Combined with the results of geotechnical investigation and test,the cause of formation of this landslide is analyzed in the paper.And then,degree of stability is educed after calculating the safety coefficient with a mathematical model.In the end,some suggestions and disposal measures for this landslide are given. |
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| Keywords: | landslide stability calculation model disposal measure |
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